Table 2: Synthesis of the original state: studies and structural intervention in aragó 359.

Structure Description Observations Tests Function Reinforcement
Floor Fill of 0,9m thickness over hard clay and silt Breaking load with a safety factor 3, of 3,8 kg/cm3 Geotechnical probes, determine real tension below foundation Supports the load of the building and the vertical extension of two floors Not necessary
Foundations 0,6 m wide and 1,25 m high footings set in clay and silt No significant deficiencies Visual inspection for digging, test real tension below foundation Supports the load of the building and the vertical extension of two floors Not necessary
Load-bearing walls 0,3 m wide solid ceramic brick No significant deficiencies Test for limits, response not inferior to the effect of own weight, overloads, etc.. Supports the load of the building and the vertical extension of two floors Not necessary
Upper slab Slabs of ceramic bricks on steel joists No significant deficiencies Test for limits, response not inferior to the effect of own weight, overloads, etc.. A structure which distributes the load of the vertical extension and resists horizontal forces must be incorporated Make a chained beam of the support walls with forged cement
Vertical Extension 3 dimensional steel frame, welded Folded steel slab with concrete layer Design which complies with modern regulations Supports standard use, transport and lifting -